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Questions related from Sahand Jabini asli
Hello I want to model a shallow foundation with uplift and rocking ability in OPENSEES. Soil structure problem has been modeled by direct method and I want to define an appropriate interface...
09 September 2017 4,780 0 View
final responses of my model in opensees shows the softer soil makes bigger base shear for structure in many cases. is that true? thank you
01 January 2017 7,172 0 View
i modeled 3 types of soils ( C D E) and analyzed them using 11 different scaled ground motions (0.3 and 0.5g) to find the surface response. in all cases , peak ground accelerations of soils were...
12 December 2016 8,357 4 View
I want to use spring between soil and foundation but i have no idea about its stiffness. thank you
08 August 2016 6,313 0 View
which satisfy accuracy term. I need a formulation of "delta t" based on wave velocity and element size. thank you
05 May 2016 7,894 6 View
I'm using finite element method for modeling . How should I define the interface area in SSI problems?
03 March 2016 724 3 View